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HomeMy WebLinkAboutConstruction Plans 12-18-92LOCATION MAP inlnF-7v SHEET NO. DESCRIPTION I COVER SHEET 2 SITE DEVELOPMENT PLAN 3 EROSION CONTROL PLAN 4 STREET PLAN 8 PROFILES 5 STREET PLAN 8 PROFILES 6 SANITARY SEWER PLAN 8 PROFILES 7 SANITARY SEWER PLAN 8 PROFILES 8 STORM SEWER PLAN 8 PROFILES 9 STORM SEWER PLAN 8 PROFILES 10 CONSTRUCTION DETAILS II CONSTRUCTION DETAILS 12 CONSTRUCTION DETAILS RFVISInN.S SHEET NO. DESCRIPTION N' .CO a Prl►- 6110w� WINDEMERF... SECTION 3 Developed by: WINDEMERE CORPORATION P.O. BOX 649 CARMEL INDI F' Phone: 317)- PLAT MAP SCALE: I"=200' ANA 46032 846-2555 161- 0 ,yl \ �C2 � MrnC2 MmB2 lr MmB2 MmC2 Sh or er 1�f CrA CrA 1 1 MAm 1 r 3 2 Gt f Br A$-nB2 CrA 1 B2 _ qr CrA Br f�—� Br CrA CrA SOILS MAP DESIGN DATA; HIGH GROVE 1387.75 L.F. CHARTER OAKS 204.34 L.F. 21 LOTS 15.202 AC.+ 1.38 LOTS /ACRE Prepared by; STOEPPELWERTH 6 ASSOCIATES INC. 9940 ALLISONVILLE ROAD P.O. BOX 509007 INDIANAPOLIS, INDIANA 46250 PHONE: (317)-849-5935 CERTIFIED BY: DAVID J. STOEPPELWF_RTH DATE Professional Engineer NO. 19358 m W o H m U W O 4n `en � N LEGEND EXISTING SPOT ELEVATION EXISTING CONTOUR EXISTING STORM SEWER ===' EXISTING SANITARY SEWER EXISTING GASMAIN 4' SIDEWALK BY HOME BUILDER UNDERDRAINS CONTINUOUS CONNECT INTO STORM CASTINGS ONLY. 722 PROPOSED SANITARY SEWER 852 PROPOSED STORM SEWER PROPOSED FLOW LINE °54- PROPOSED CONTOUR PROPOSED 4'' S.S•D. LATERAL MINIMUM FINISH GRADE M.F.G. 867.2 BY HOME BUILDER 865.21 PROPOSED GRADE ELEVATION EARTHWORK: 1. EXCAVATION A. Excavated material that is suitable may be used for fills. All unsuitable material and all surplus excavated material not required shall be removed from the site. B. Provide and place any additional fill material from off site as may he necessary to produce the grades required on plans. Fill obtained from offsite shall be of quality as specified for fills herein and the source approved by the Developer. It will be the responsibility of the Contractor for any costs for fill needed. 2. REMOVAL OF TREES A. All trees and stumps from area to be occupied by a road surface area. 3. PROTECTION OF TREES A. The Contractor shall, at the direction of the Developer, endeavor to save and protect trees of value and worth which do not impair construction of improvements as designed. B. In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall he consulted with respect of protective measure to be taken, if any, to preserve such trees. 4. REMOVAL OF TOPSOIL A. Removal of topsoil to a depth of 6 inches (or more if required by Engineer) from all areas to be excavated or filled. Topsoil should be stored at a location where it will not interfere with construction operations. The topsoil shall be free of debris and stones. 5. UTILITIES A. Rules and regulation governing the respective utility shall he observed in executing all work under this section. B. It shall be the responsibility of the Contractor to determine the location of existing underground utilities 2 working conditions of active utilities. For utility locations to he marked call Toll Free 1-800-382-5544 within Indiana or 1-800-428-5200 outside Indiana. C. The Engineer shall not he responsible for any damage caused by an erroneous location shown or by the omission of utility location on these plans. 6. SITE GRADING A. Do all cutting, filling, compacting of fills and rough grading required to bring entire project area to subgrade as shown on the drawing. B. The tolerance for paved areas shall not exceed 0.10 feet above established subgrade. All other areas shall not exceed 0.10 feet plus or minus the established grade. Provide roundings at top and bottom of banks and other breaks in grade. C. The Engineer shall be notified when the Contractor has reached the tolerance as stated above, so that field measurements and spot elevations can be verified by the Engineer The Contracto h 11 t STORM SEWER TABLE STR. NO. TYPE TC\RIM INVERTS 846 MANHOLE 866.80 857.35 (N)(S) 858.65 (SW)(E) 847 MANHOLE 867.00 858.89 (W)(E) 848 YARD INLET 861.50 859.42 (N)(E) 849 METAL END SECTION -------- 860.00 850 YARD INLET 861.90 859.18 851 MANHOLE 864.80 858.08 (N)(S) 860.24(W) 860.91(E) 852 YARD INLET 863.90 861.50 853 CURB INLET 864.30 860.30 (W)(E) 854 CURB INLET 864.30 860.39 855 MANHOLE 867.80 858.39 (N)(W) 859.00 (SE) 856 YARD INLET 861.10 859.13 857 CURB INLET 865.41 859.44 (N)(S) 858 CURB INLET 865.41 859.52 (N) 860.40 (S) 859 YARD INLET 862.80 r61.00 I I SCALE: 1"=50' FUTURE SECTION~"A P:_`11 { _. M 866.I : 866.7 _ i 9iir �, 864.7 s, NOTE. CF ARTIER•0.70% a 0 m d. a m III _ _....m o.eo.00...� ?-fit __.. - 9 I CONTRACTOR SHALL NOTIFY STEVE KALK OF INDIANA GAS CO. °' •°° 69 _..._ .... 865.30 864.95 b b 865.E @ 776-5594 FOR LOCATION AND VERIFICATION OF DEPTH OF __ EXISTING GASMAIN PRIOR TO ANY WORK BEGINNING. ----�---- ............... `• "" ' 2 p ; 865.2 97.86' 6� -4 i867 `i or F aY _ ...... )' 20' D.U.BS.E.50 CD § 4 ..........._ _,___.. __.........._...�: G 86 40' B.L. i 0 CD ` 1 { HP \ N o -. v 865. M F G & 0-5 0 A r s a no remove his o �� 1366 0 o ® i equipment from the site until the Engineer has verified that the job meets the above tolerance. >i '§ 30' '., ,,.,"-• o �� I B 220. z 51 + 0 `+ S 1 t , 49 FUTURE SECTION 4 _ a I s t6 � � � S 3O t N _ \ o. , I 70 \ .113 M.Q.G. 868.4 xf= G.C.w0 9s8 15' D.U.as. 867.4`; m:< r. 96 67- 269.73'.., i1 865.1 4 852 N \* g1 1 r 850 864.7 865 966 c§ z o § es3 86 t i'3esa� 863- 866.3 pt ff i 3.12 7L71' f _ i : �ot� j• b d ,! 5' 864.3 863 88 8.27 ... 967 _ R:u E. 4 120.15 i20.15 864.3118.E D.U.85. 3 864.9 p _ 120.15` i 863 i . ._-,,.. 1 # 77.E 8631 / t 863.9 15' D.U.8S.E. _. ._ __. __ _... D. S.E. _ i % N��; IS Bfis ., \ o Ep.SE o' t 1 8 18 866.7 ♦ ., _.-. rf f 6 .24 5J _ I & � 5 j I O57 56 55 1}F i 53 488f 5o m< O I t �; sp 1 I 61.� M.F.G. 867.2 1 C> / M. Fes. 8 6 6.0 o I o M .'I ;in r` I �/ M 65 O I W M.F.G'; 868.5 = t a gf V 1 t '= ,,', N m aD J. g ~ ees:a M.:G. 867.5 96sCh I M.F.G. 867.5 pt to b - 65 M.F.G. 867.1 I M.F.G. 866.3 A406 U. _ . 131 2 7 ' w . 35 D. S.E. m.:�« ✓ i r i}�n M 866.E 865.8 r' Q- i•� i r --,,. 2 .. 3� ti m \ 62.3 �h i 03 CP MFG.8678 1 43 L . 3 B _.._.. _ 40' B.L. f r f r ,,.. C P 86 __ .... ... _.._ ._ 1.8 ,. 25 D.U.BS.E. \ O 0 rr lg • 6251 ,.: 46 - _ \ 6 864.9 I 26.58 _,.,.• // Of ,. %,, :� ;�t V� �u :;;;�w ��'r ,o,�•;. x 4, A _.2.:0_.00,.__7 - _...J177M7 0 _0.2. _.. w- . 4.. 855 120.00' 01/9 20% j.. /20•�" /� °, '"rol�R. �}1� �r/ .,Jr f' } f> w „ � 8 6511 6 _ 9s.w .7 � .e 7 . 15 867,Eo.csJz IG .000H��4 RCOoo 200.00 000. , m _w,_ o0 866.34 .....,,.. 9 6.47046.00.00 853 7.z7 r•ao.00 .I 75 /. � 1 ,..._,.. ✓ ._ ., ; 7. .._. ___ .... , ._.» �» .-. , .... ,,_ ...., , � _. .0 0.00 - ___.....- _-... 864.E B •'�/ _ � ;€ :« _ _ D - - 864 6 865.0] 866.30.:: J647 _ - Q - - _._ _ Z8 L .F 12" 866130.00, 47 864.4:.0 120J 00 e �,:.. _ 863.5 \ 5' D U.BS S.E' 865 a _ �F `_� m,..».- 1 0 00 __; 0 ._ f � r _ ...... _ .__. '•,_y ..... _., 865.0 34.68,.>»�' 5' 77 9 ' ,. ,.. ♦. 867.1 865 3 40.40' 865 w 865.4 866.4 &61 _ ..._ _ 719 Fri' .9 3 6 6S 867„3 ., _.m E. 864 .-. _ , O'DU8S5 865 ` 1 866.3 _. 6.95 „ , M.F.G. 8 5.9 M.F.G. 866.9 , fi5 a 5.4 __.............._ ..� .. - e�,•s 3 1 ik G M� 8 6 7 I 9 5- 1� 1- 5 6 d M.F.G. 867.8 M.F.Q. 866.8 ' r N M.F.G. 868.5 M.F.G. 866.2 M.F.G. 868.0CP o W { 5 4 < ENE 9 T £ .-:N '3/- N { O y r m •.,� Ns W 1 40 41 'cq a to� I 42 ,� .N 46 6 1 0 C\JO .r N 862.7 ^ �i,• 4 44 i f m p I X 0' it 864.8 i 45 4 0: LL U') o $S , k \ G sp a 10 S.YDS. I ' ! 6 849 6.•-8" RIP -RAP e H t3 N > s 862.E -'.. _. .-. _• ..._< __ _ _.. ..... .. \"�„_,»_.,.._.. ,. : •-- ♦ ': 6 961 IIS L.F. 15'• C ,,. 84"8 �..�-,_. � _ �.._.. �86 m ._..e ... 864.` 1 F �... 862.8 i 856 _ _ . 3Y1'.,D U.BS.E. es 863 8 �i.5 863 862.7 0' D.U. S.E. 86 EN 1 ARK -.,. 8.51 8so -- d ess __- 864.0 13 C 1�1 S - f23.4 960 30.05' F=.20.04, ,'°�- e61 --�-. �.eaa 30 � SE 30.05 �� 120.04' ...... ; y .»..-....... . ,..., ... ..n«,,.,s --- � I 86 b o�c 863 , ... D #. r u ♦,. „ -: f 30.05 ..K 100 164 08 � � � TBMA'I Top of Harrison Monument at North Quarter Corner Centerline 106th Street. •,, ,.♦ ;�. , 205.85 C.P. x6 Elev. = 864.74 r SA#5 24"Elm, approximately 300' North of Main Building an approximately 60' West of East property line (R.R. spike N.W. side 12" High) Elev. = 867.28 SAM6 24" Oak, approximately 150' North of South property line, 200' East of West property line (R.R. spike South side 12" High) Elev. = 869.57 SAV 40" tree, approximately 25' East of West property line and 30' North of North = face of horse stables extended. (R.R. spike North side 12" High) a Elev. - 860.49 ' T DAVID0 STOEPPELWERTH DATE Professional Engineer NO. 19358 w Y Q W v / 0 z L X w e4 �" SLIATE OF �OAeds �QNA1e4 "".18084* to W o ? Ln n W ^ I rr) - M o W z 11 m O o F W z O W X W1 Q 0 Y lY Q 0 CV LLl a-) m Q > U w Z m J W z U Q to H\ 3 Y U (N o U m Q a- U Q Z z Vl W Q U� 0� W (, f r n W CL Z �OLLJ � Q Z> W ^ Z V / (Q T �0 JZ M �Q� W oCd U J W na_ I..L U)_J 0 U) Z Q z Q 0 z Z Q � J Z CL Z � U W W U) 0; W J 0' W W � W LLJ Q Z LW l M J �J Q U SHEET NO. 2 OF 12 SHEETS JOB NO. 13540 LEGEND EXISTING SPOT ELEVATION CK CX EXISTING CONTOUR r � yWy�� EXISTING STORM SEWER N 2 EXISTING SANITARY SEWER EXISTING GASMAIN 4' SIDEWALK BY HOME BUILDER UNDERDRAINS CONTINUOUS CONNECT _ INTO STORM CASTINGS ONLY. 722 PROPOSED SANITARY SEWER 852 PROPOSED STORM SEWER PROPOSED FLOW LINE p54- PROPOSED CONTOUR PROPOSED 4'' S.S.D. LATERAL M.F.G. 867.2 MINIMUM FINISH GRADE BY HOME BUILDER 865.21 1 PROPOSED GRADE ELEVATION GG�OR 4S i Soil Erosion Control Summary The following is a list in sequence of construction activities to control soil erosion: 1. Contractor shall install sediment traps and straw bale filters, as shown. 2. Grade the site (sides of swales, mounds and ponds to be seeded and mulched immediately upon completion). Temporary seeding shall be recommended for all swales and disturbed areas that cannot be final seeded within a two week time period that will prevent slope erosion. For temporary seeding, the contractor sliall utilize a fast growing seed of either oats, annual ryegrass, wheat or rye depending on time of year. Disturbed areas should be kept to a minimum at all times. 3. Contractor sha11 control mud accumulation on all streets surrounding project by installing stone surface at all locations where construction traffic leaves the site. Dust shall be kept to a. minimum by utilizing sprinkling, Calcium Chloride, Vegetative cover, spray on adhesives or other approved methods, 4. Maintain all filters and traps during construction to prevent any blockages from accumulated sediment. Additional seeding and straw bales may be required during construction as specified by Engineer or Soil Conservation Service. Payment for additional straw bales shall be at the Contractors expense. Payment for additional rip rap (not shown on plans) and seeding shall be paid for on a unit basis. 5. Contractor shall install all sanitary sewers, storm sewers, subsurface drains, and water mains. Straw bale filters shall be installed at all storm inlets (including street inlets). form\aoilawn Seeding Specifications: 1.Ditch Banks: shall be seeded and covered with North American Green fiber blanket #S150 (or Equal) or Hydroseeded with straw mulch. The Contractor shall follow the manufacturer's recommended guidelines for installation and staple patterns when installing the fiber blankets. Seeding rate: 110#/acre or 2.5#/1000 S.F. Seeding mixture: 38% Kent. 31 Fescue 19% Perennial Rye 19% Annual Rye 14% Orchard Grass 10% Kent. Bluegrass 2. 4" of topsoil (minimum) shall be placed prior to permanent seeding. 3. If gr:�des are established between May 15 and August 10, a temporary seeding consisting of 40# of Annual Ryegrass shall be planted per acre. 4. If grades are established between October 15 and December 30, either Rye (grain) or Wheat may be used at the rate of 2 bushels/Ac. All grains should be mowed prior to seed maturing. 5. If temporary seeding is established prior to permanent seeding, the mulch may be eliminated except in "bare" areas. 6. If grading occurs during December, January, or February, no seedin to tak 1 t'1 SCALE: I"-50' THIS SHEET TO BE USED FOR EROSION CONTROL ONLY. g e p "ace U" i spring planting time. r r` . f•. eby Temporary straw bale dam to be removed during blanket '••--ere - .»- ....: 1 866.1 866.7 installation. t a 11 a t 1 O n . au,..' -,;;:. m/,. 1 249,58' Denotes seeding & mulch areas CHARTER -0,70% m 3 OA6\\ 0. �.00 0+50.00 � 0.97. 6 $6 � Seeding rate: 130#/acre or 3#/1000 S.F. --,� } m X C864.95r-' 865.30 o O 865.64 Seeding mixture: 25% creeping red fescue 35 % perennial rye ,,Il, i 40% Kentucky bluegrass 41.27' � o 865.2 97.86' 20' D.U.BS.E. 50 Denotes seeding w/fiber blanket #S150 by North American Green or "` 7 m� - Hydro seeding. 4 -_ ) \68.4 Seeding rate: 110#/acre or 2.5#/1000 S.F. _ kli KF7G:78 0= Seeding mixture: 3 8 % Kentucky 31 fescue 40' B.L. ,� o N � 19% perennial rye �. 19% annual rye _:, °~ 16 N 14% orchard grass !' q m \= 10% Kentucky bluegrass 866.0 M,F,G, 870.5 0 - �0� �� 721 2 er r, 2.0. 7g0 R 867.9 Denotes permanent seeding. :� _ :,• °" Seeding rate: 50#/acre o 5� o Seeding mixture: 100% perennial rye. o \" -' O O 49 o. 967.0 " ' [7.U.85. m - - - 209.73 -- _ _ _ _ 8 - 65 inn b� m Jc .,c x CJ Fxxx � T n � I _ - 61 a 3 3 - 1 . 2' 5' D.(i.BS 864.3 n x x g&- � F 15' D U - C, BS.E. SEt o " 185.49' Ct \PEL\N� �P �e 866.7 s 59 52 o m 58 57 56 „ a 864.5 j 55 54 q 53 n .,� 48 � ��o � � � � m �'� 6ES7.3 • .:`fir ,� " °� m M.F.G. 867.2 o i co v co Is 0M.F.G. 868.5 C� M.FG- 866.0 � _ �' a o 0 4 � � �.;�.'.r Q rd� O M.F,G. 866.6 m ff \ v [EF:G=86 77 1r' M.F.G. 867.5 m 70 86s.5 =1..G. 867.1 M.F.G. j6: 6.3 40's.L. 866.1 [M:�G. 867.8 �c� 0 e' (0 2• s �0 L.P t3UBs .. 203 35' D.U.BS.E. 40' B.L.865.8 - 0�F �&gF,• .F.n �� oo .,� - v'3� .,. 40' B.L. v /3j �S --- `a O of `C�a;U,gs �• 343 L.F. 30" R.C,P, @ 0 0 % + 25' D.U.BS.E. ;. .. 26.5 8 864.9 20' D.U.BS,E. 855 o I20 00' 365 851 c �° OrO�• = L R.C.P. @ 0.2 O,r,6.24 0 12 866.6 0 � 155 L.F 18" R.C.P. Q 0.20%- ..,Ir, 20.00' I• �.,� __ ,. _ _.,Irr. ..lo .,ir:• a• .,v, .,,. ,.,,.,w, .irr,. v, r, .. I 8fi 120.00' 865.3i 0 �_ `.a l .,n__v. _i,. •!/''„plp ,,,, aru. av ,.• . •',,, .a. .oL• nl' Y'do, v' :•14 .ai, ,06, un,. .,,t 7 0 .ac ,,I,,v .e, ,al,,6.24' ?4 L. 866.4 ••,` 9 .a,. ac, a!, .�,, ara , . IS' 8F 0. ,v �!r ,,lr 64.0 s.00 0.63 Wa_ o,_ ao• ,o,•, v' �, ,a,, t, .a/, 864.6 I11.35' {� % ro �z LDD.DD HIGH - :r,: :��:'- 6 M.F.G. 868.5 86 23 Lb0.00 0.7 p -,o,, a; ,.It, rd.,. ".a., o v ar, a'r .oD.00 is. ,,,,,• �! ;,,�R 'F'CY.•3d4: .ai n � 'O� � 0 .86._4.5,0 �z",.,00 % �.,.r.w•,; a4 v,•, a a'uo a/,.,::1; 0.,w)lo,,,. o„nI,.•, . ,v,,,l6o,:8 w M.P. ,6. .,6v., 53,,, r, atiTc,a-b'• r,..,,,L .av,.. `! „w,, a r.u,, a/:;'to. a/e m va L'ItI ,0a/,,fir8,06,!,5.a6 a..aio. ,,, ,.orr-,o, s; r',j. /,•11 r `.v••. ".111, C.-P. .@v,,0-...p- v,. .Ir,8, P..L,`,,. ,,r \�p e •,: ,- !:.fi.. . 3. $6� anq`'2•0,b 3,00.00 , m a.000G0 5.OD.00 70/8651I 8654 n .o o.o0866 16 v,OD 6.00.00 6•47.94 85 85.9 iz76 rso.00 +1.75% 8,20.51 -.6854 50.14' R.-130.00 30 LB6 6. 00 120.00l, 1zo.00' 5' D.U.BS.S.E. es69L8684' a a0 77.91 40.4�2865.0,34.68 54.906.4865,3 8671/ ` 5h - sgF. 40' B.L. -� I 716 i 40' B.L. 30' D,U•BS.S.E. 719 865.4 866.4 � 8 6 7♦3 � 40' B.L. } 867,5 \y\ 864.9 866.3 865.4 86 77 J M.F G865.9 M.F.G. 866.9 M.F.G. 867 ' �� �i M.F.G. 867.8 M.F.G. 866.8 M� F.G, 868.5 39 40 N 862.7 0 _O N ON 849 ,I 41 42 a j n 863.7 0 z; O� p ul �_ 'n O N - - - - - --.- - _ 43 5864.8 44 1 � (D 47 H.P. 859 M.F.G. 868.0 T o N ' � PAPEv'AN t.t 4 6 45 T }jet 86 4.0 864.0 O L6 O s � C G 'qs 'm INSTALL _ SILT FENCE x 100i7 n , 1 DAVID J. STOEPPELWERTH DATE Professional Engineer NO. 19358 6 U) w o O = 0 w � LO _ N 0- Z O m 0 qTTTm z O V) w Iw a � o Y 1 Q CV w m = \ 9Q,U y z' cc) 3''�U Q L a\ Q �CV Q U z Q Z z V/ W Q U� 0 W 0� LLJ Z_ 0Wrn Q Z> /uV�vJ W � _:D ZJ) Co I �Z W Zab �I U J W la- -n LL J W 0 Z (� z Z Q ro -J Z 0- O -i O U cr_ w i- (!) Z w O 00-00' U Lv 2 O W Z J O Z M 3�: LW SHEET NO. 3 OF 12 SHEETS JOB NO. 13540 W W m z Z°Z - O cn x SCALE: F=50' NOTE: CONTRACTOR SHALL NOTIFY STEVE KALK OF INDIANA GAS CO. @ 776-5594 FOR LOCATION AND VERIFICATION OF DEPTH OF EXISTING GASMAIN PRIOR TO ANY 'WORK BEGINNING. o v u� — v, a I W' �I v a v v t° c�Dyl cp c0 l° W c° D LO c° W° (p i cD i +0.70 % \ ' i 1 -<EXISTING GRADE --- 15" R.C.P. � INV.=858.gG± O 40' N.C. O � I'I W cr m0 O O QIN OIL O r7 O O .N O w 0 O _ Z O O O F--. O -• N U irl)) U r7 01 M W a U Q m N u) u) d O F-I- � in fn a: F- Ln - 0 I 2 3 4 HIGH i I -0.70° PROPOSED GRA E - I W, It A GROVE SCALE: F=5' VERT. "=50' HOR. I I of o u) � D L91 ml m m m I i II j I I O N M)i N ° cD m m I 12" R.C.P. NV.=860.h± 5 ' V.C. r- m O N LO U cD (D O ti U'ti'.n � d O �ILn ko a to 7 m v m f-- cD lD c0 m m ti m m mcn v L6 h to LQ m, m m /F / OR CONTINUATION +0.9 ° /° SEE SHEET NO.5 H.P. 18' GASM IN II J 15" R.0 P. INV.=8 0.37� t 60' V.C. � F; U Z Q W 1 j- UghO O O 0 O O O O O O 00 0 m O (7 WO O O lG N l° 'lD O lD O' )(j N N F- M Z N sf N l° Fa-� WO I-Im m cim ci'm Om ` m.O �;OaO do ' ' - OFa- >Fa-O F- H a F - C N u) CL N d m CL N U) U) J Fa- y L cn in Fz ta- to .0 N g 9 10 II DAVID J. STOEP ELWERTH DATE Professional Engineer NO. 19358 F- O w z w o w In w = (\j 0 M z lL m O 0 1 � m U) O II I cn I > I w III o + Y Q Q N W < C\J Q U z z Q W W Q U� O� W u, Li Wz oLn Q (3Z � wC?J (-D _Z CID �Z Q -- �� -J W ZO C� U I Li CL W Oz ,W1 r�n Q f'S V I Z �.. °lot-- -- T ----- -- w Q z °knace-„4esaae Z U) M W 675 J z Li- 0 O � 870 a- w 06 to z w 865 a Q� � W Ld W Z 00-1 ass JJ LcJ G SHEET NO. 4 OF 12 SHEETS JOB NO. 13540 w W Z Z Z 0 H N = 0 Q T 1875- I • - 1850 n D cn � N tI _ oM 0 I' I , 51 ' I w Q _ Ln m w m vc� 30• m 0 � G PSM P\N' ' ' Rq�• �\N� U°' O rO5 665 �`GN 4� 0?/e665 666 666 a� J 666.11 V �6663 BS `3.0000 //� Z � _ Q 666 55 5'IN. O/ 666 6 V/ / / 40 e% 50 SCALE: I"=20' EXISTING GRADE r0. 0% =0 O )O O o d o Lr) . O O ] O v nl EXIST I G 18" v GASMA N HIGH P ESSURE 5�' W.C. U Z a, U N u I N Z W N O U 1 O X. L, U O W W ♦ O N uJh 2 CHARTER OAKS NOTE; CONTRACTOR SHALL NOTIFY STEVE KALK OF INDIANA GAS CO. 5 776-5594 FOR LOCATION AND VERIFICATION OF DEPTH OF EXISTING GASMAIN PRIOR TO ANY WORK BEGINNING. SCALE: 1"-5' VERT. 1"=50' H0R. I SCALE: I''=50' INTERSECTION STA. 1+ 76.26 INSTALL BARRICADE SEE DETAIL SHT. N0. II POINT OF CURVATURE 75 END OF CONSTRUCTION STA. 14+02. STA. 0+97.86 BEGIN CONSTRUCTION \ S STA. 0+00.00 TA. 2+04.34 210 3 _ N 01°10'48" W _ 97.86' I - _ : 7B.40 pEtPg� CHARTER o \ OAKS 4 \ \ I 20' D.BU.E.— — —` 50 cP \ - 40' B.L.. I• \\ � \ I 51 \ , I I$ CURVE DATA 0=40 40'18" R.=150.00' I L.=106.48' \\ \ \ 50 `�W `\ I 49 T.=55.59' \ I C.=104.26' POINT OF TANGENCY STA, 11+49.59 \ \ ` � I I \ I 9 \1 I I 52 \\\ 48 I 53 40' B.L. 1 _ — / 20' D.U.BS.E. _SEE SHEET NO. - _ 47 I \ I \ I 35' D.U.BS.S.E. --—————— — — — — —— 40' B.L. 1 46 1 I 45 1 \ \ I CT 1 1 \ \ I 1 1 \ \ DAVID J. STOEPPELWERTH DATE No, 41 IF or Professional Engineer AT NO. 19358 w z W O w nN � ' _ 0 Z LL m O ° m z O W Iw �Q !o ' Y < i p CV W 0) Q > 0 O CO z �,�o z w"I Q r 5 Y I�v CO Q(U — I Q U z Q Z D Z C� W Q Uu� 0(h LLJ (O Cf) W LL C I 0 LLJ O � Z > � 0') ,Z{ W w Z CO I �. �. _jz rr �Q� W oC6 U W L.L W LL. 0 Q Z Q M ° Q z Q_ z I �, o Ili I m GD CD W �m �' CD W M ° m m co 875 — Z W 0 0 — �— - N mm - N - _ -- 870 W U _ EXISTING GRADE �w ( on+ V J -0.770 Z W .SEE CONTINUATION +0.93% ROPDSED GRA � < 1r�/� SHEET NO. 4. _ 865 —J W L I W LIJ 860 W cn 5° C. 855 i i. �o ti o 850 Z W ZipLr) a' ~ v N N f' 0 Y Q U u- N z W SHEET NO. U NW � � I~d a =U a.l O � u> � = u> cn a 0 1 5 _ 2 13 14 HIGH GROVE OF 12 SHEETS JOB NO. 13540 cr w w m o z z r F- M O N = 870 1855 i SCALE: I"-50' CONTRACTOR SHALL BE RESPONSIBLE TO STAMP AN ONIVERSAL ''S'' IN THE PLACE OF ROLL CURB WHERE SANITARY SEWER LATERALS CROSS STREET FULL DEPTH GRANULAR BACKFILL SHALL BE INSTALLED ON ALL SEWER LATERAL STREET CROSSINGS AND COMPACTD PER I.D.O.H. STANDARDS. MIN. SLOPES PER THE TEN STATES STANDARDS SHALL PREVAIL_ IN ALL CASES. CONTRACTOR SHALL EXTEND SEWER LATERALS THRU EASEMENTS AS SHOWN. 0 N co u U a 15" R.CP. INV.=858.91! I I i 56.24 56.34 380 L.F. 8" P.V.C. PIPE 0 NOTE: CONTRACTOR SHALL NOTIFY STEVE KALK OF INDIANA GAS CO. @ 776-5594 FOR LOCATION AND VERIFICATION OF DEPTH OF EXISTING GASMAIN PRIOR TO ANY WORK BEGINNING. ALE: 1"=5' VERT. I'=50' HOR. PROPOSED GRADE EXISTING GRADE 368 L.F. 8" P.V.C. PIPE @ 3.42% APPROX. DEPTH 18" GASMAIN V HIGH PRESSURE 12" R.C.P. 12" R.C.P. INV.=860.50i U CONC. .; .. 58.99 59.09 57.88 57.98 SEE SHEET NO. 7 240 L.F. 8" P.V.C. PIPE @ 0.42% o CO 0 N z a o 0 0 2 0 zl z z Z,o o Lij m LJ GO o,,., o,+ o + xa <i a� E- a s w Lo �5 N it DAVID J. tTOEPPELWERTH DATE Professional Engineer NO. 19358 r , r C x ,fir STATr Or g4tenatgfl►�9i �I O WI z = O � W r� W = n1 LL m 0 } m L0 z 0 W - - -- w Q 0 Q N UJ a) m I— \ . O y Co El Q 'N U Z z W W U O� LiJ �, z0 Q ZI � Wa- Z 1 0) J Z M 'p -J W z C6 U W n f W O 4 I z Q z a 0 z cn W J LL e7s 00 Z Z 0 Q F— a7o � W W Lij W w to 2 >- W aso a Z Z � ass Q -- to we w i� Q v SHEET NO, 6 OF 12 SHEETS 1354C m W W m z z ; H m W O ,Wn = ■ It 1� I I I I I I \ 56.66 56.66 343 L.F. 30" R.C.P. @ 0.2001. EXISTING GRADE V / 15" R.C.P. S.W. 8 E. INV.=858.65 57.35 1 57.35 365 L.F. 24" R.C.P. @ 0.20016 PROPOSED GRADE, ALE: I''=5' VERT. 1"=50' HOR. 15" R.C.P.' 12" R.C.P. E. V86 V IN=0.24 9I 60.00688 58.08 �z �0 Iu W _j LW 0) Z W Ca O ID J CD O -J z z Q C~/) m U' 115 L.F. 15" R.C.P, @ 0.50% o16-111' DAVID . STOEPPELWERTH DATE Professional Engineer NO. 19358 o 0 ,n m Cn �r w CD cc u Co u OD n u g U cU Oz to H W H = O d- W � WCC)I W cV — z LL m O } (T] z O w Q 0 G � w y O O CID o _ I Y C i Q JN U Q z z L _ z W Q U� OLLJ � W� z (3L� Q z>� ob W� D� z(f)0) J z M J W z0s J f� ('W Lnn1� LL W O _- z " &�. Q z S'TAIT tad e�i A 14 Z P,�,�''1 I�,��..• pai Q o U) of_ W 0 _ EXI NG GRADE _ LD, EXISTING GRADE PROPOSED GRADE PROPOSED GRADE FULL DEPTH GRANULAR BACKFL� FULL DEPTH. I I — GRANULAR BACKFILL J 60.39 60.3 60.28 I 58,89 58.89 58.65 58.65 59.18I R 8" R.C.P_ S. 30" R.C.P. N. L 24" R.C.P. N. 24" R.C.P. S. INV.=858.08 INV,=857.35 78 L.F. 15" R.C.P. 175 L.F. 15" R.C.P. @ 0.30% @ 0.300/6 175 L.F. 15" R.C.P. @ 0.300/. 28 L.F. 12" 24 L.F. 15" R.C.P. @ 0.3 % R.C.P. @ 0.3 0 CD D � I-W z I- W _j a- W O-I -J In I-J z n ff)_1 z n z W CD CO O CO CD - CD OD - CD Q 0 m F- Q I- Q F- a Q F- I- D F- a cn >- col 2 U')l 2 U� r U0 U to U LrI 2 W LL ro O 875 a-00, z O 00 F- 870 z W Q U) 0— W -ti 65 o W W 3: L Lij W 860 U) 0 Z_ iY 0 855 U) 50 1 J a SHEET NO. 8 OF 12 SHEETS JOB NO. 13540 ft w w m f 0 O z z r F- m w O N i � N Q 0 0 c� 0 CC) co 875 - - -- - 870 865 --- - I I 15" R.C.P. W. 12" R.C.P. E 860 INV.=860.24 INV.=860.91 SEE SHEET NO.8 58.08` 58.08 1850 155 L.F. 181' R.C.P. @ 0.200/. Iri Lo w w CD CD n n U c_> w -- I ar `� EXISTING GRADE FULL DEPTH _ GRANULAR BACKFILL EX. 18" GASMAIN PROPOSED GRADE ( HIGH PRESSURE 61.00 60.40 h 59 00 59.44 59.52 58.39 INV. .r858.39 vV. jf' 148 L.F. 15" R.C.P, @ 0.300/, 28 L.F. 15" — R.C.P. @ 0.300/, 200 L.F. 12" R.C.P. @ 0.30% i SCALE: I"=50' 85 SEE SHEET NO NOTE: CONTRACTOR SHALL NOTIFY STEVE KALK OF INDIANA GAS CO. @ 776-5594 FOR LOCATION AND VERIFICATION OF DEPTH OF EXISTING GASMAIN PRIOR TO ANY WORK BEGINNING. SCALE: I -5' VERT. I -50' HOR. 0 � o CD CD 11 n Li 2 - W I I I l PROPOSED GRADE. EXISTING GRADEt� I I FULL DEPTH GRANULAR BACKFILL 15" R.C.P. S.E. INV. - — - 18" R.C.P. N. 59.13 INV.=858.39 58.39 I 248 L.F. 12" R.C.P. @ 0.30% J J Lu J CD w J Ol w J In ui w UJ J OD0 0 Z nZ_ CD InZ_ Co. to CD J to Z 0 c0 D-z _ z m �m m Q� p dz .1a a �U �Q u~i2 UQ 0 CD U u EXISTING GRADE — — -- - - PROPOSED GRADE I I I I' 60.91 61.50 15" R.C.P, W. -- INV.-8.6Q 24_ _ 24.E R.C.P. N. I18" R.C.P. S. - I INV.=858.08 195 L.F. 12" R.C.P. @ 0.300/. W Ln -j aD O 2 z U N J T) Z co .Q Of cr Na HI W Oz = I O W W 2 N0 ( z LL m 0 } m z 0 I� W Lij 0 tY Q I CV LLJ p� �M - —> CD Q _ CV U I z W Q U U,, 0 3� W0� W2� Q z> cd = z�CID z J� W z� W a. W Q z a 0 �•Al MMITx M a r i 4 ` yr "" xv, #� L _ I`) 0 z 0 875 co U z LLl Q U) 870 CL LW LL! Ld 2 865 3: bi Lu p% 860 �2�/ 0 855 U) 850 Q u SHEET NO. 9 OF 12 SHEETS JOB NO. 13540 c a w W M z Z 0 H M w o N W i I TYP. --,j 4' CONC. 'NALK 114 / FT. I- #1I H.A.C. SURFACE 3" #B OR #9 H.A.C-- 31NDER ' 9" COMPACTED 453 STONE BASE (MAX. 3" LIFTS.) 50' 30, ( PAVEMENT 10' BITUMINOUS SURF_'CE 2' CONC CURB 4' CGNC. WALK 1' TYP. 1/4" /FT. SLOPE MIN.1 /4" / FT. SLOPE MIN. SLOPE L - MP��-ED� NOTE: 0.10 - 0.15 GAL /50. YD. OF TYPE AE-T ASPHALT EMULSION TO BE APPLIED 13ET'WEEN EACH LAYER OF 31TUMINCUS MATERIAL STONE, AND FACE CF CURBS. TACK COAT (PER iSHA SPECS.) TYPICAL STREET CROSS SECTION NO SCALE CONCRETE CURB r-PAVEMENT TOPSOIL COMPACTED 8ACKFILL T1_III=,ftl= 11T1=M rims —rnl_ PREPARED SUBGRADE l�I)�ii —PREPARED SUBGRADE ° lip d o 14' PIPE MATERIAL: ° + SHALL MEET GENERAL INDUSTRY STANDARD CLAY, CONCRETE, CbRRUGATED METAL, PLASTIC, OR ° a D.O.T. APPROVED EQUAL, OPEN JOINT h P7 AGGREGATE OR PREFORATF_ D. . D (OR APPROVED EOUN _ ' 6 d q O e o 0. I PIPE UNDERDRAIN DETAIL SCALE: 3/4"- I'-0" VARIABLE 26'-0" TO 36'-0" FROM CURB TO CURB 2"XB" WOOD RAILS I.S.H.C. SIGN XR-I AF It y 10 MIN. 4S� ----- .�i I R � — _WHITE i1 REFLECTIVE �HE_ETI I ^G�,� ! 4'X4" W000 POST ORANGE V — REFLECTIVE SHEETING CID GRADE LEVEL -- 1/4 0 THRU 4"X 4" WOOD POST BOLTS 6" LG. WITH WASHERS 2"X4" WOOD BRACES ( 2 PER POST) 2' X B" WOOD RAILS •O SANDBAGS 1'- 6.' '-, (MIN.2 BAGS 1 I - PER POST) GR:.DE LEVEL STEEL PLATES z 4' X 4" WOOD POST 4" X 4" WOOD POST GENERAL NOTES Q ALL WOOD POST AND SUPPORT MEMBERS REFER TO SECTION 800 OF THE INDIANA SHALL BE PAINTED WITH TWO (2) COATS STATE HIGHWAY COMMISSIONS STANDARD OF WHITE PAINT, SPECIFICATIONS AND LATEST ADDITION OF O2 LOCATION OF BARRICADE AS PER PLANS. INDIANA MANUAL OF UNIFORM TRAFFIC 30 • REFLECTIVE SHEETING TO BE IN ACCORDANCE CONTROL DEVICES. WITH I.S.H.C. STANDARD SPECIFICATION 912.10 © WHEN THE PROPOSED EXTENSION OF THE (�),rSEE I.S.H.C. STANDARD DETOUR SIGNS SHT. 3. STIIEET IS TO BE c) LESS THAN Two (2) YEARS. USE THE SANDBAGS ON POSTS b)GREATER THAN TWO (2) 1F •RS SE THE GROUND POSTS. STANDARD BARRICADE_ DETAIL TL' OF CUR3 1-1 P1 1 1 1 1-- 11 P.:VEAA-NT-I / 3?T7L-A C� CLM=-I • TR I"SY r25E E3 :'SYAV Jal11T5 T.RANVErvE CJYTR.:?i351 JOINTS * * •• EXPANS,-'. JOINT SHALL BE PLACED AT ALL SOLD JOINTS AND ON EACH SIDE OF ALL STRUCTURES. CONTRACTION JOINTS SHALL BE PLACED A, 10 FOOT INTERVALS. CURB JOINT DE'rA!L NO SC;:_E 2 � LIMITS OF FULL DEP H GR_ANULL SHOULDER, TOPSOIL, 3 SEED OR SOD, AS CL + PAVEMENT WID I-H VARIABLI REQUIRED TO MATCH — -- EXISTING. SHOULDER SECTION CURB SECTION 2 3 SIDEWALK, TOPSOIL, SEED OR SOD, AS REQUIRED TO MATCH EXISTING. " GRANULAR BACKFILL ALL CUTS MADE IN OR UNDER ANY ROAD SURFACE SHALL BE BACKFILLED WITH GRANULAR MATERIAL. WHF-RC A CUT EITHEK TRANVF-RSES OR PARALLELS THE ROAD SURFACE, GRANULAR BACKFILL SHALL BE PLACED IN THAT PORTION OF THE CUT THE ENTIRE EXCAVATED AREA WITHIN THE RIGHT-OF-WAY. STAIVDARD FULL DEPTH GRANULAR BACKFILL DETAIL NO SCALE TAPsaL COMPACTED BACKF LOW POWT MPAC'TED SUBGRADE CONCRETE ROLL CURB B GUTTER JC SCALE ALL PIPES WITH METAL END SECTIONS SHALL HAVE ANIMAL /CHILD GUARD INSTALLED. 12" AND 15" DIAMETER PIPES SHALL REQUIRE ONE (1) PEBAR. PIPES LARGER THAN 15" DIAMETER SHALL REQUIRE ADDITIONAL REBARS. WIDTH OF OPENING BETWEEN BARS SHALL NOT EXCEED 8", ANIMAL /CHILD GUARD DETAIL (NO SCALE) STREET CONSTRUCTION 1. All new pavement construction shall comply with current Hamilton County Road Standards and those of the Indiana Department of Highways (IDOH), with respect to design, materials and methods of construction. 2. The upper 6-inches of subgrade shall be compacted to 95 % standard proctor density. with proper moisture control. 3. Trenches within the subgrade area shall be backfilled with granular material compacted in lifts to conform with Section 715.08 of the Standard Specifications. 4. Subgrades & backfilled excavations shall be inspected and tested by the County Engineer and approved prior to paving. 5. No traffic will be permitted on the subgrade prior to paving. 6. Proof rolling (if required) shall be done with a rubber tired roller in accordance with, Section 203.26 of the Standard Specifications. 7. Any unacceptable portions of the subgrade must be corrected by the contractor by methods acceptable to the County Engineer, reinspected and approved by the County Engineer prior to paving. CURB, GUTTER AND SIDEWALK CONSTRUCTION 1. All concrete used to construct curbs, gutters and sidewalks within the street rights -of -way shall be Class A and shall be properly cured and protected against loss of moisture and extreme temperatures by methods approved by the County Engineer prior to construction. 2. All concrete shall be protected from rain damage. Any concrete damaged by rain shall be replaced at the Contractor's expense. 3. 1-inch Transverse Expansion Joints will be required at all cold joints and on each side of all inlet structures. Joints shall be filled with preformed joint filler. 4. Transverse Construction Joints shall be installed at 10-foot intervals, and shall be filled with 1/4-inch preformed joint material. 5. Curbs shall be promptly backfilled after Curing protection has been applied. Backiill shall be compacted as soon as practical at an elevation slightly above the curb. Regrading will be necessary as the backfill settles to insure grade above the Curb. 6. All ;sidewalks shall conform to Section 604.03 of the Standard Specifications. Sidewalks will be 4'-0" in width and 4-inches thick, except where crossing driveways they shall be 5-inches. FENCE POST FENCE POST SHOULD PE BURIED �I' BELOW GROUND SURFACE. SILT TRAP SHALL BE CUT ALONG ALL CURBING THAT DOES NOT HAVE SILT FENCE INSTALLED. USE ANGLE BLADED DO' -ER TL 17- CONSTRUCT SILT TRAP. CD 0 SILT TRAP DETAIL (NO SCALE) (" #11 H.A.C. BINDER 3" #8 OR #9 H.A.C. BINDER 9" COMPACTED #53 STONE BASE (MAX. 3" LIFTS) PAVEMENT COMPOSITION ROUND SURFACE NCE MATERIAL SHOULD BE BURIED G" BELOW GROUND SURFACE. SILT FENCE DETAIL (NO SCALE) ST Ma 193E �' STATE Of bra MCf uiio' DAVID J. STOEPPELWERTH DATE Professional Engineer NO. 19358 U) O W Z.. = U) I- Ln W W — N 0 N — z LL co O 0 0 tl m z O W W H Q Y. a p CV m = W m Q } U W O CD M Q) J w — 3 Y U U) QICV o U m< o— U z z W W Q U� 0� W (n WT z_0 (3w� W � `1 Cid z(f)� Jz M �Q� W o(z U J W jIL a^ J W 0 0 z r� Q Vl z Q z a_ 0 z U) J Z 0 Q F..; W l- 0 U Z W O Ld U cr W W Z Z O U _J LLJ G Q 1, SHEET NO. OF 12 SHEETS JOB NO. 13540 C.1, MANHOLE FRAME 0 COVER SET ON OAKUM RING SEAL FINISH GRADE t'(1111 ADJUST TO GRADE W! FILLER RINGS ,'S REQUIRED (MAX. 16•) I I i I NFIBERGLASS5 T REINFORCED CONCRETE LE CONE MEETING TANDARD C-47© I I� 0-RING GASKET (TYP.) C D I _ 2r' 4 -o CAST ALUM.r---1, Q MANHOLE STEPS SET AT 24" '_ O ' rL 16O.C. STAGGERED. —� AIFETING ,1.5. T,M. C-47D 2 7" '? � ••I 30" _!I r -0,,. � ; ' S • r D �r 3642' 5,-11 466'-0' 54" `--ALL LIFT HOL S ARE ' h C TO BE GROUTf C SHUT CONCRETE BENCH WALL I BASE SHALL BF POURED IN PLACE OR PRECAST BOTH �--� SHALL HAVE 04 ;iAR5 Ar 12 O.C. EACH NAr co S.tll�l .. . • If =III ,• -II >II y-n�i''h Itll�li�, IT, GRANULAR LEVELING MATERIAL NEOUIRED FOR PRECAS T B11517 (6 MIN.) PRECAST REINFORCED D CONC. MANHOLE FOR STORM SEWER NOT-1 D- J G1._ P v}{al COMPETEIY SEAL CASTWG SEARW6 SURFACE WITH S.t MIXT(tNE OF SAND AND PCINTLANO CEMENT E:I , ° 'c o r •' ;� I,— B PRECAST CONCRETE r-MATCH CASTWG OPEN.'NG ^ U 4+}t—t •t Fa rl I/2" MORTAR- Nh r, z A. SLOPE 2•• Tty--• CLNTEIt ( r... -- — _���A •Q �� ��� �) 4 -v- --=1 t MATCr1 CASTING OPENING SIDE Vi1__ I FRAME GRATE 8 CURB BOX DETAIL 3 3 IFI TOP VIE W ENDS OF BLANKETS TO BE / TURNED DOWN AND BURIED. MINIMUM 4" TOPSOIL \ —' / SWALE CHANNEL TO BE LINED WITH AN S150 EROSION CONTROL BLANKET BY NORTH AMERICAN+GREEN OR APPROVED EQUAL. TYPICAL SWALE DETAIL NO SCALE ---- -- j L 1 _ — 12 - 1' - STR. NO. 853 1854 1857 1 858 R-3501-N 1 • 1 • 1• • R-3501-N NEENAH CURB INLET FR4ME, GRATE FOR SAG LOCATION NOT- TO -SCALE .I "E �1 1 I 6"-8 " RIP-R-IP NMNDL AID R/P - RAP DETAIL NOTE: USE ONLY @ LOCATIONS SHOWN NORTH OF 106th STREET. Lte SECTIONS AND TOE PLATE ANCIIONS SttALL CCWFONM TO ALL APPLICABLE REOLAREMENT5 AS SET OUT IN TILL �,TANUAXD SPLCIfICATIUNS. If A,.L.WINLAN ALLOY PIPE CULVERT IS FURNIS"CO. ALLMIWUAt ALLOY ENO SECTIONS SHALL ALSO BE USED AtAD ALL I-Lvr't►vc Nr PAtt rS 5r w.., bt A,_uMrNum AL.1. Ur AS St-T OLtr IN Dif SrAAYMRO SecCIFICAr1cW5. A,Lt rlr, t PANc , VC101t SI IA, I. ILA.t I -AP StA"I wtVCH WtALL tit TIGIITLY,IOINrtU WITH 3/tr UA GALVANIitD ",t_ r5 0& 00`r5. Ira ICt- PI Aft ANO ON 51LAL.I bE CCW STNUCTED OF 10 GAGE GALVANIZED STEEL AND BE NEC,LARED ON ALL STEEL I',r•t tW St TICON I r St 1A I.L bt AtA TC/,L Li- PuNcIit. U ro 1,1T BOLES IN SAtNr LIP AND 5LIYt•LR.D L005C CCAWLETE WITH I;;r DIA.AI. VANIZt1) bCxTS. COST rtIt htCr St CALL be WCt1000 W PIE COIN TRA C T L.Wt T Pt N EA CH fDO 'I•x. r NIt .t LT1Lwr .rl,Frrc VITIf, t IfU CI AY COLVChF (W CASr IhCW CULVERT IS 115ED A "PIPE tNO 5ItCr)W COA ItALC TO TIL4T AS S/I01VN •,nt AIt TA LW CLWCI,I-It- WLA11 .,t I-Uh Nt5t it 0 AND St LALL bt APPRUVt D DY PC LNL,N[L R. 1 N;, ,r "C r!VN; Wa I III �A,D t LVt a r rltt L i.WP(AC r UNIr "ICC CAGr FLW 'Pef LND SEC PI CCMWI.ETE W ANT, A, t 11TEO r•;,.w1. CL- ,.LwNt C rILW HAND ►WY LE USED TO Cp„NECr PIPE EAD SECTXW TO /II ICALLY CORRI/GARD PWE. t • _Ite r.' t r PIPE DIA ItEHYFOWED EL)Gt Ji P kZ — r�r_, 0�-,4 ' IGE PLAT[ — , C TUC A=�Cr ICH 1 —5 PACwc rArn:.05Tt L, , \ L I PAY LENGTH I END .fcC110N It — � I CIAWUTLD LI rICUI '1 Lfr�lr, rL, I a w w.a r w to CAGE PLAN VIEW END VIEW SIDE VIEW I- R NOTE: USE 16 ' TOE ANCHOR PLATES METAL END SECTION @ ALL LAKE INLETS. NOT -TO -SCALE STANDARD PLAN 32-02 •„,.f � az3i � , Heavy Duty Specify: � 'Y.\.•pRY•1.1CI')An+•` � I. Machined or non -rocking bearing surfaces. I zI" L r I,•,V ,.r�:n.•.�t r, 3g Catalog No. Standard Machined Design Horizontal Vertical W I. Dearing D Lbs. W R-1772-C I R-1772-CVH 1 24", 1 355 I V Machined Horizontal Furnished wilh platen lid, similar to R-1706-I. Vertical Bearing Surface R-1772-C MANHOLE CASTING BY NEENAH S! MA _DIA. 23 20 - �1J--OJT—— �- 23----� �- 23 -- -33 ---- 33'-- 11 A:::.s DITCH GRATE CASTING SETTING DETAIL NEENAH R- 4342 STOOL TYPE DITCH GRATE ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE lI j.� A Il ;l- SA PS RAW I U -WOOD STAKES Ili'-20' SECTION IN GROUND — STRAW B LE DAM DETAIL` rAP -A TAPE MIN. SLOPE 0.30% TENSION ID TO BE iOUSE TYPICAL SSD CONNECTION TO INDIVIDUAL LOTS NO SCALE STEEL FENCE POST (for temporary protection) SET FLUSH W/FINISH CONCRETE GRADE BASE /— EAST JORDAN CASTING 15.70 OR EQUAL D .. D' � n L o a LU h D U 9 J Q CIL U W 0 C 12 U W� CV CD j DIRECTION OF FLOW CAP 6"x6"x6" TEE _J 1 24 1 SUBSURFACE DRAIN (SSD) RISER DETAIL NO SCALE STORM SEWER CONSTRUCTION 1. Material Specifications: a. Reinforced Concrete Pipe (RCP) shall conform to ASTM C76-70, Class III latest revision, with joints conforming to ASTM C-433 latest revision. b. Corrugated Metal Pipe (CMP) shall be standard helical pipe with a minimum thickness of 0.05 inches. CMP shall only be used to extend existing CMP to the nearest proposed structure. C. High Density Polyethylene Resin Pipe (PRP) and fittings shall meet or excee lti?" f"."siaegory 4 or 5, Grade P33 or P34, • Class per AS 1only be used in unpaved areas approved by the County Surveyor prior to construction. I d. All manholes and inlets shall be precast concrete conforming to ASTM C-478latest revision. e. Castings shall conform to ASTM-48 latest revision. 2. Subsurface drains shall be 6-inches in diameter located directly below the pavement/curb joint and shall run continuously at a minimum.0.20%a slope along both sides of the street and shall be connected only into storm sewer structures. 3. There shall be a subsurface drain connection provided for each lot. GENERAL NOTES 1. It shall be the responsibility of the contractors to determine the location of existing underground utilities 24 hours prior to any construction or excavating and maintain operating conditions of active utilities. The engineer shall not be responsible for any damage caused by an erroneous location shown or by the omission of a utility location on these plans. The developer shall be responsible for all approvals, permits & easements. 2. Construction of private driveways is not included in this project. 3. The contractor shall, at the direction of the developer, endeavor to save and protect all trees of value and worth which do not impair construction of improvements as designed. In the event cut or fill exceeds 0.5 foot over the root area, the developer shall be consulted with respect to protective measures to be taken, if any, to preserve such trees. 4. Remove topsoil to a depth determined by the soils report from all street rights -of - way and building pad areas. Topsoil shall be stored_ at a location designated by the engineer. 5. All grading shall be completed to within a tolerance of 0.10 foot of the grades indicated on the plans. The engineer shall be notified when the contractor has reached this point, so that field measurements and spot elevations can be verified by the engineer. The contractor shall not remove his equipment .from the site until the engineer has verified that the job meets the above tolerance. 6. All areas disturbed by any construction shall be restored to its original or planned condition. Excess construction material shall be removed from the project area as directed by the Developer at the Contractors expense. Any construction materials brought onto the project to complete the project shall also be at the Contractor's expense. 7. The engineer shall be defined as Stoeppelwerth and Associates, Inc., Consulting Engineers. DAVID J, STOEPPELWERTH DATE Professional Engineer NO.19358 w o O = 0 w�U) to w — = N 6 cn - Z OIII 0 9 Q Y I UJ 0) m Q , U co I_J Z F- Z M U a I Y- �-Q oN U Z O Z W U� 0� W (.() ZC) U) Q Zj0') LLJ CZ5 z�m 110 JZ M W Z Cd U J W a_ IL J W a_ 0 Y f Z (1) M .J —I Z I— O Ld !— a U Z W O l— Ld Ur Cr SLL1 F LL1 v / Z _Z O Q z Q C) Z J L1J t � Q U SHEET NO. 12 OF12 SHEETS JOB NO. 13540